Investigation into causes of in-place rutting in asphalt pavement

被引：115

作者：

Xu, Tao ^{[1
]}

Huang, Xiaoming ^{[1
]}

机构：

[1] Southeast Univ, Sch Transportat, Nanjing 210096, Jiangsu, Peoples R China

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2012年 / 28卷 / 01期

关键词：

Asphalt pavement; Rutting; Air voids; Aggregate gradation; Asphalt content; CONCRETE; MIXTURES; PREDICTION; STRENGTH;

D O I：

10.1016/j.conbuildmat.2011.09.007

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The field measurement and laboratory tests were conducted to investigate potential causes of in-place rutting. The results indicate that the major rutting is attributed to the decrease in thickness of middle and lower layer, and the driving lane shows a severer rutting. Inadequate compaction is a major cause for the final rutting depth. Also the aggregate gradation has a major contribution to rutting. The gradation between 1.18 and 4.75 mm in sieve size becomes finer for the three layers. The upper and middle layer show an increase in asphalt content, but the lower layer presents a decrease in asphalt content. (C) 2011 Elsevier Ltd. All rights reserved.

引用

页码：525 / 530

页数：6

共 19 条

[1] Use of Superpave gyratory compaction data for rutting prediction [J].

Archilla, Adrian Ricardo .

JOURNAL OF TRANSPORTATION ENGINEERING, 2006, 132 (09) :734-741

[2] Evaluation and design of fiber-reinforced asphalt mixtures [J].

Chen, Huaxin ;

Xu, Qinwu ;

Chen, Shuanfa ;

Zhang, Zhengqi .

MATERIALS & DESIGN, 2009, 30 (07) :2595-2603

[3] Framework for developing a static strength test for measuring deformation resistance of asphalt concrete mixtures [J].

Doh, Young S. ;

Yun, Kyong K. ;

Amirkhanian, Serji N. ;

Kim, Kwang W. .

CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (12) :2047-2058

[4] Evaluating permanent deformation in asphalt rubber mixtures [J].

Fontes, Liseane P. T. L. ;

Triches, Glicerio ;

Pais, Jorge C. ;

Pereira, Paulo A. A. .

CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (07) :1193-1200

[5] Rutting prediction of asphalt pavement layer using C-φ model [J].

Fwa, TF ;

Tan, SA ;

Zhu, LY .

JOURNAL OF TRANSPORTATION ENGINEERING, 2004, 130 (05) :675-683

[6] Development, Calibration, and Validation of a New M-E Rutting Model for HMA Overlay Design and Analysis [J].

Hu, Sheng ;

Zhou, Fujie ;

Scullion, Tom .

JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2011, 23 (02) :89-99

[7] Analytical modeling and experimental study of tensile strength of asphalt concrete composite at low temperatures [J].

Huang, BS ;

Li, GQ ;

Mohammad, LN .

COMPOSITES PART B-ENGINEERING, 2003, 34 (08) :705-714

[8] A New Creep Test Method for Asphalt Mixtures [J].

Huang, Xiaoming ;

Zhang, Yuqing .

ROAD MATERIALS AND PAVEMENT DESIGN, 2010, 11 (04) :969-991

[9]

Huber G.A., 1987, P ASPHALT PAVING TEC, V56, P33

[10] Rutting parameters for asphalt concrete for different aggregate structures [J].

Khedr, Safwan A. ;

Breakah, Tamer M. .

INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2011, 12 (01) :13-23

← 1 2 →